Article Per Year (5 Year)
p-Index From 2019 - 2024
0
P-Index
This Author published in this journals
All Journal Jurnal Jalan Jembatan
Wirapradja, Russeno
Pusat Penelitian dan Pengembangan Jalan dan Jembatan
Civil Engineering, Building, Construction & Architecture Engineering Transportation

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
PENERAPAN BETON PRATEGANG PARSIAL PADA JEMBATAN Wirapradja, Russeno
Jurnal Jalan-Jembatan No 1 (1989)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Jembatan - jembatan beton prategang yang ada kebanyakan direncanakan dengan sistem prategang penuh yang biayanya relatif besar. Salah satu cara untuk menghemat biaya adalah dengan menerapkan sistem beton prategang parsial dengan menggunakan kabel prategang sebagai tulangan aktif dan tulangan biasa sebagai tulangan pasif. Dalam tulisan ini dikemukakan konsep perhitungan perencanaan dan biaya dari suatu balok prategang parsial jika dibandingkan dengan prategang penuh.
Pengaruh Kenaikan Suhu Terhadap Stabilitas Jembatan Rangka Baja Wirapradja, Russeno
Jurnal Jalan-Jembatan Vol 8 No 3 (1992)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The objective of the project was to study the influence of opposed right-turns on saturation flow. It was intended to use this as a tool for design and timing of signalised intersections because no guidance procedure was available in Indonesia.Data was collected from two signalised intersections in Bandung by video-camera, three theoretical models were discussed and applied to the collected data and then compared with the observations. The theoretical methods increasingly over estimatd the saturation flow at higher approach width.Generally good correlations were obtained between observed saturation flow, approach width and opposing flow. However, thus was not the case regarding the ratio of right-turns.Field observations showed that the right-turning vehicles did not give way to opposing flow, which is an important difference between Indonesian and Western traffic behaviour. Therefore, it its necessary to develop a model for capacity calculations applicable to Indonesian conditions based on further data collection for a wide range of conditions and sites.
Co-Authors